Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12237 (1) ·
15133 (1) ·
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15575 (1) ·
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County 003:
Place 004:
None (1) ·
54175 (1) ·
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Route 005d:
Direction 005e:
Features 006a:
'Boynton Canal C16 ' (1) ·
'Burns Road ' (1) ·
'C-24 Canal ' (1) ·
'C-51 Canal ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CSX Railroad ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'Earman River (C-17) ' (1) ·
'El Rio Canal E-4 ' (1) ·
'I 95 SR 9 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Lake Ida Road ' (1) ·
'Lake Worth Lagoon ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E1 CANAL ' (1) ·
'LWDD E3 Canal ' (1) ·
'Main Canal ' (1) ·
'SLOUGH ' (1) ·
'SR 710 and CSX RR ' (1) ·
'SR 806 W Atlantic Avenue' (1) ·
'SR-710 ' (1) ·
'SW 10th St. Lowson Blvd ' (1) ·
'Sykes Creek ' (1) ·
'Turnpike (SR-91) ' (1) ·
'WPB STUB CANAL ' (1)
Critical 006b:
Facility 007:
'45th Street CR-702' (1) ·
'BELVEDERE RD ' (1) ·
'Crosstown Parkway ' (1) ·
'E Gateway Blvd ' (1) ·
'Haverhill Rd ' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'INDIANTOWN RD. ' (1) ·
'INDIANTOWN ROAD ' (1) ·
'LINTON BLVD. ' (1) ·
'NB I 95 SR 9 ' (1) ·
'Peninsula Corp Dr ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR A1A ' (1) ·
'SR-520 ' (1) ·
'SR-60 Osceola Blvd' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'U.S.-1 (SR-5) ' (1) ·
'US-1 (SR-5) ' (1) ·
'US1(SR5) ' (1) ·
'Woolbright Road ' (1) ·
'YAMATO RD ' (1)
Number 008:
700193 (1) ·
880030 (1) ·
890083 (1) ·
930001 (1) ·
930003 (1) ·
930173 (1) ·
930319 (1) ·
930322 (1) ·
930375 (1) ·
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945274 (1)
Location 009:
'0.1MI W OF I-95 ' (1) ·
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'0.5 MI. W of Military Tr ' (1) ·
'0.6 mile South of SR 882 ' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'0.75 mile South of SR 708' (1) ·
'0.9 MILES WEST OF TPK ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.4 MILES WEST OF TPK ' (1) ·
'1.5 miles North of SR 804' (1) ·
'1.7 miles North of SR 706' (1) ·
'2.25Mi. W of US-1 ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'E Congress Ave & N SR 806' (1) ·
'E Congress Ave & S SR 806' (1) ·
'I 95 Over Lowson Blvd ' (1) ·
'I-95 SR 806 interchange ' (1) ·
'Just North of SR-850 ' (1) ·
'Port of Palm Beach ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SR-520 - Sykes Creek ' (1)
Latitude 016:
26214420 (1) ·
26233914 (1) ·
26251431 (1) ·
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26264870 (1) ·
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26280900 (1) ·
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26561373 (1) ·
26571634 (1) ·
27121998 (1) ·
27174000 (1) ·
27381900 (1) ·
28212603 (1)
Longitude 017:
80023637 (1) ·
80031952 (1) ·
80032135 (1) ·
80032688 (1) ·
80035475 (1) ·
80040600 (1) ·
80040715 (1) ·
80041240 (1) ·
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80052450 (1) ·
80052717 (1) ·
80054560 (1) ·
80054930 (1) ·
80055205 (1) ·
80071317 (1) ·
80075312 (1) ·
80080080 (1) ·
80095468 (1) ·
80100580 (1) ·
80103468 (1) ·
80120025 (1) ·
80195431 (1) ·
80253500 (1) ·
80255800 (1) ·
80404702 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Future 114:
10875 (1) ·
131860 (1) ·
148776 (1) ·
176174 (1) ·
181308 (1) ·
184778 (1) ·
196055 (1) ·
22388 (1) ·
26400 (1) ·
30710 (1) ·
32445 (1) ·
33600 (1) ·
34353 (1) ·
36435 (1) ·
39905 (1) ·
40772 (1) ·
45978 (1) ·
47249 (1) ·
52917 (1) ·
57255 (1) ·
67665 (1) ·
70268 (1) ·
80851 (1)
Clearance 116:
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